1927 W MUKILTEO BLVD CINGULAR WIRELESS ANTENNA 2019-02-20

• GENERAL NOTES: ,28:-GENERAA-SuBEONTRACTGRSSHALLUSESTAINLESSSTEELMETALLOCKINGTIESFORALLCABLE -S"1 RVC URAL 5"1 EEL NOTES: ATIOtVa7 -TRAY TIE GOWNS ANDALLOTHER GENERAL TIE DOWNS(WHERE APPLICABLE).PLASTIC ZIP TIES. SHALL NOT BE PERMITTED FOR USE ON CLIENT PROJECTS.RECOMMENDED MANUFACTURE SHALL A/C AIR CONDITIONING MAX MAXIMUM 1. DRAWINGS ARE NOT TO BE SCALED.WRITTEN DIMENSIONS TAKE PRECEDENCE,THIS SET OF BE:PANDUIT CORP.METAL LOCKING TIES MODEL NO.MLT4S-CP UNDER SERIES-304(OR EQUAL) 1. -SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR AGL ABOVE GRADE LEVEL - MOCK MECHANICAL .. DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY,UNLESS NOTED PANDUIT PRODUCT DISTRIBUTED BY TRIARC OF TACOMA,WA. REVIEW PRIOR TO FABRICATION. APPROX APPROXIMATELY MTL META OTHERWISE. GENERAL CO.AND ANY REQUIREMENTS SCOPE OF WORK SHALL INCLUDE Y TO OALL MFR MANUFACTUREE /�t�t MATERIALS.EQUIPMENT.LABOR,AND DEEMED NECESSARY TO COMPLETE 2. STRUCTURAL STEEL DESIGN.FABRICATION AND ERECTION(INCLUDING FIELD WELDING,HIGH BLDG BUILDING MGR MANAGER Q PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNERS PROJECT MANUAL DESIGN CRITERIA: STRENGTH FIELD BOLTING.EXPANSION BOLTS,AND THREADED EXPANSION ANCHORS)SHALL BE BLK BLOCKING MIN MINIMUM BASED ON THE 5.1.5.1.SPECIFICATION FOR THE DESIGN,FABRICATION,AND ERECTION OF B.O. BOTTOM OF MISC MISCELLANEOUS 2. PRIOR TO THE SUBMISSION OF BIDS.CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE 2015 INTERNATIONAL STRUCTURAL STEEL FOR BUILDINGS'LATEST EDITION.SUPERVISION SHALL BE IN ACCORDANCE B.O.S. BOTTOM OF STEEL ----/- Your world. Delivered. FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. BUILDING CODE WITH WASHINGTON STATE BUILDING CODE AMENDMENTS(2016 IBC) WITH 2015 IBC CHAPTER 22,BY A QUAUFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. N/A NOT APPLICABLE CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST CLG CEILING NIC NOT IN CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE DESIGN LOADS: RESULTS. CLR CLEAR N.S. NEARSIDE ACCOMPUSHED AS SHOWN.PRIOR TO PROCEEDING WITH CONSTRUCTION,ANY ERRORS. DESIGN DATA FOR THE CITY OF EVERETT,WA: CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE OMISSIONS,OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CONC CONCRETE =PLANS PREPARED BY: ARCHITECT/ENGINEER VERBALLY AND IN WRITING. -ROOF SNOW LOAD N/A(NOT A ROOFTOP SOLUTION) CONST CONSTRUCTION O.C. ON CENTER TYPE OF MEMBER CONT CONTINUOUS 0.0. OUTSIDE DIAMETER 3. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION -BASIC WIND SPEED 85 MPH(3 SEC GUST) OM OVERHEAD COPW6ISYOE AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK.CONTRACTORS BIDDING THE JOB A WIDE FLANGE SHAPE ASTM A992,Fy 50 KSI DBL DOUBLE C.7../....... IV 6NOINEERINO.INC. ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR -WIND EXPOSURE C(TALK TO MATT) B. OTHER SHAPE,PLATES AND ROD ASTM A36.Fy 38 KSI DIA/0 DIAMETER PLCS PLACES SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND C. PIPE COLUMNS ASTM A53.Fy 35 KSI DIAG DIAGONAL PLYWD PLYWOOD IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.THE BIDDER SHALL CODE COMPLIANCE: D. STRUCTURAL TUBING ASTM A500.Fy 46 KSI DN DOWN PROJ PROJECT 76928 WOODINVILLE-REDMOND RD NE,SUITE 210 BEAR THE RESPONSIBILITY OF NOTIFYING(IN WRITING)THE ARCHITECT/ENGINEER OF ANY E. ANCHOR BOLTS ASTM A307 DET DETAIL PROP PROPERTY WOODINVILLE,WA 98072 CONFLICTS,ERRORS.OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTORS PROPOSAL IN THE F. CONNECTION BOLTS ASTM A325 DWG DRAWING PSF POUNDS PER SQUARE FOOT PHONE:425.487.1732 EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE PSI POUNDS PER SQUARE INCH W W W.CORNERSTONE-ENGR.COM WORK.UNLESS DIRECTED OTHERWISE. CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-13. EA EACH PT PRESSURE TREATED NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE EL ELEVATION 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT CODES. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.I.AND AWS STANDARDS AND SHALL BE ELEC ELECTRICAL RAD RADIUS =PROJECT INFO: - DOCUMENTS.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AU.CONSTRUCTION PERFORMED BY WAB.O.CERTIFIED WELDERS USING E70 XX ELECTRODES.ONLY PREQUALIFIED EQ EQUAL REQ REQUIRED MEANS,METHODS.TECHNIQUES.SEQUENCES,AND PROCEDURES FOR COORDINATING ALL BUILDING/DWELLING CODE 2015 IBC(STATE BUILDING CODE,WAC CHAPTER 61-50) WELDS(AS DEFINED BY AWS)SHALL BE USED.WELDING OF GRADE 80 REINFORCING BARS(IF EQUIP EQUIPMENT RM ROOM PORTIONS OF THE WORK UNDER THE CONTRACT. 2015 IRC(STATE BUILDING CODE,WAC CHAPTER 5151) REQUIRED)SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES.WELDING OF GRADE 40 E.W. EACH WAY RO ROUGH OPENING WA6451 STRUCTURAL CODE 2015 IBC(STATE BUILDING CODE,WAC CHAPTER 5150) REINFORCING BARS(IF REQUIRED)SHALL BE PERFORMED USING E70 XX ELECTRODES WELDING EXT EXTERIOR 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MECHANICAL CODE 2015 IMC(STATE BUILDING CODE,WAC CHAPTER 5152) WITHIN 4"OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED.SEE REINFORCING NOTE SCH SCHEDULE MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL ELECTRICAL CODE 2014 NEC(DEPT.OF LABOR&INDUSTIRES,WAC CHAPTER 285-06B) FOR MATERIAL REQUIREMENTS OF WELDED BARS. FIN FINISH SHT SHEET CODES OR ORDINANCES TAKE PRECEDENCE. FIRE/LIFE SAFETY CODE 2015 IFC(STATE BUILDING CODE,WAC CHAPTER 5154A) FLUOR FLUORESCENT SIB SIMILAR EDGEWATER B. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE,SIZE,AND GAGE SHOWN ON FLR FLOOR SPEC SPECIFICATION 8. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS REQUIREMENTS ARE THE PLANS.PROVIDE MINIMUM SECTION PROPERTIES INDICATED.ALL COLD-FORMED STEEL F.S. FAR SIDE SF SQUARE FOOT ACCORDANCE WITH ALL APPUCABLE CODES,REGULATIONS,AND ORDINANCES.CONTRACTOR NOT REQUIRED IN ACCORDANCE WITH THE 2015 IBC BUILDING CODE. FRAMING SHALL CONFORM TO THE A.I.S.I.'SPECIFICATION FOR THE DESIGN OF COLD-FORMED FT FOOT SS STAINLESS STEEL 1927 W MUKILTEO BLVD SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS AND STEEL STRUCTURAL MEMBERS.' STL STEEL EVERE7T�WA 98203 LAWFUL ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, CONCRETE NOTES: GA GAUGE STRUCT STRUCTURAL AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(3/4'DIA.)AND SHALL HAVE A GALV GALVANIZED STD STANDARD SNOHOMISH COUNTY 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318. MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. G.C. GENERAL CONTRACTOR SO FT SQUARE FOOT 7. GENERAL CONTRACTOR SHALL PROVIDE,AT THE PROJECT SITE,A FULL SET OF CONSTRUCTION GRND GROUND SQ IN SQUARE INCH DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"DIA.ASTM A307 BOLTS GYP BD GYPSUM WALL BOARD SUSP SUSPENDED -ISSUED FOR: 2. CONCRETE SHALL BE MIXED,PROPORTIONED,CONVEYED AND PLACED IN ACCORDANCE WITH BY ALL PERSONNEL INVOLVED WITH THE PROJECT.THIS SET IS A VALID CONTRACT DOCUMENT UNLESS NOTED OTHERWISE. ONLY IF THE TITLE SHEET IS STAMPED"FOR CONSTRUCTION"AND EACH SUCCESSIVE SHEET BEARS FI COOTIEN3 790E THE 2015 IBC.STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS HORZ HORIZONTAL THK THICK THE ARCHITECTS SIGNED WET STAMP. D. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN 8 CONSTRUCTION HR HOUR THRU THROUGH CONSTRUCTION TYPE OF CONSTRUCTION 28 DAY STRENTHS W/C MINIMUM CEMENT SPECIFICATION AND IN ACCORDANCE WITH ASTM A38 UNLESS NOTED OTHERWISE. HT HEIGHT TONG TINNED 8. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE HVAC HEATING VENTILATION T.O. TOP OF [REV::DATE:-ISSUED FOR: BY:_ ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. (Pc) RATIO CONTENT 10 ALL WELDS TO BE 1/4'FILLET UNLESS NOTED OTHERWISE. AIR CONDITIONING T.O.S. TOP OF STEEL PER CUBIC YARD TYP TYPICAL 9. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L USTED OR FIRE MARSHALL 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON(ZINC RICH PAINT)OR !.D. INSIDE DIAMETER APPROVED MATERIALS IF APPUCABLE TO THIS FACILITY AND OR PROJECT SITE. A. SLABS ON GRADE 2.500 PSI 50.45 5 SACKS APPROVED EQUAL IN INCH UNO UNLESS NOTED OTHERWISE TOPPING SLABS INFO INFORMATION CONCRETE PIERS TOWER/POLE NOTES: 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN INSUL INSULATION VERT VERTICAL 2-A OR 2-A108C WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING INT INTERIOR V.I.F. VERIFY IN FIELD B. ALL STRUCTURAL CONCRETE 4,000 PSI s 0.45 B 1/2 SACKS CONSTRUCTION. IBC INTERNATIONAL BUILDING CODE EXCEPT WALLS 1. VERIFICATION THAT THE PROPOSED TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA W/ WITH Q 12-04-17 ANAL JRF 11. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS. LOADING IS TO BE DONE BY OTHERS. LBS POUNDS WAD WITHOUT EASEMENTS.PAVING,CURBING.ETC.DURING CONSTRUCTION.UPON COMPLETION OF WORK C. CONCRETE WALLS 4.000 PSI 50.45 812 SACKS WP WATER PROOF CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION 2, PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND ON OR ABOUT THE PROPERTY. CEMENT SHALL BE ASTM C150.PORTLAND CEMENT TYPE II U.N.O. FUTURE ANTENNAS.ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE A 11-22-17 PRELIMINARY DMO CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. 12. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING 2. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND CONSTRUCTION AND DISPOSE OF ALL DIRT,DEBRIS,AND RUBBISH OFFSITE.CONTRACTOR SHALL PROCEDURES OF CONCRETE PLACEMENT. Q PLATE 0 0 0 8 CHAIN-LINK FENCE -DRAWN BY:=CHK.: APV.: REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES.SITE SHALL ABBREVIATED ROOFTOP SAFETY PROCEDURES X 0 X 0 CHAIN-LINK FENCE W/BARB WIRE 3. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINEDWITH AN c CENTERLINE DMO I MWO I MWO BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS.DUST,OR SMUDGES OF ANY NATURE. AIR-ENTRAINING AGENT CONFORMING TO ASTM C260.C494,CB1B,C989 AND C1O17.TOTAL AIR (WHEN APPLICABLE): WOOD FENCE CONTENT SHALL BE IN ACCORDANCE WITH ACI 318. (E) EXISTING T T TELEPHONE CURRENT ISSUE DATE: 13. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH (AS PER'ACCIDENT PREVENTION PROGRAM'-BY PERMISSION OF WREN CONSTRUCTION.INC.- -P -P - POWER CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THEQ DETAIL NUMBER - CONSTRUCTIONDRAWING3ICONTRACTD000MENTS. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615(INCLUDING SUPPLEMENT 51).GRADE 60. 03/01/89) - GROUND WIRE12-0417 1y-80.000 PSI.EXCEPTIONS:ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE W SHEET NUMBER COAX COAXIAL CABLE 14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID GRADE 40.fy=40,000 PSI.GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED FALL PROTECTION METHODS AND EQUIPMENT DISTURBING NORMAL BUSINESS. SHALL CONFORM TO ASTM A708.REINFORCING COMPLYING WITH ASTM A615(S1)MAY BE WELDED ROOF TOP INSTALLATIONS [LICENSURE: ONLY IF W.S.00 14 AREUBMITTED.NDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN1. FOR WORK BEING PERFORMED WITHIN 25'OF AN UNPROTECTED ROOF EDGE,THE CONSTRUCTION 16. THE CONTRACTOR SHALL PROVIDE THECUENTPROPERINSURANCECERTIFICATESNAMING SUPERVISOR SHALL DESIGNATE ATRAINED SAFETY MONITOR TOOBSERVE THE MOVEMENTS AND SPECIAL INSPECTIONS: CLIENT AS ADDITIONAL INSURED,AND CLIENT PROOF OF LICENSES)AND PE 8 PO INSURANCE. 6. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN ACCORDANCE WITH ACTIVITIES OF THE CONSTRUCTION WORKERS. ACI 315 AND 318.LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A •SPECIAL INSPECTIONS IN ACCORDANCE WITH 2015 IBC SECTION 1704. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL INSPECTIONS. MINIMUM OF Z-0'. 2.SECTIONS.LAP SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS(LE.,BACKING UP TOWARD ti�� CORNER BARS ATP LEAST 30 B ROVIDE RNDIAMETERS OR A MINIMUM OF '-0'.LAP ADER BARS AT ALL WALL AND FOOTING JACENTT MATS OF A ROOF EDGE.ETC)OR UNSAFE ACTIVITIES.THE SAFETY MONITOR MUST BE ON THE SAME ROOF SOILS/GEOTECHNICAL: i3 .s'' �' 17. CAUTION!CALL BEFORE YOU DIG!BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION WELDED WIRE FABRIC A MINIMUM OF 8'AT SIDES AND ENDS. AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. ❑SHORING INSTALLATION AND MONITORING r i �� SHOWN MAY NOT BE COMPLETE.CONTACT THE ONE-CALL UTILITY LOCATE SERVICE A MINIMUM OF -: 48 HOURS PRIOR TO CONSTRUCTION.DIAL 81 1. 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 8'OR LESS OF AN UNPROTECTED ❑VERIFY AND MONITORINGEXCAVATION 13 B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM a-165. ❑VERIFY SOIL BEARING psf BEARING ROOF EDGE,REQUIRES WORKERS TO USE SAFETY LINE. �c /8. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO CLIENT ❑SUBSURFACE DRAINAGE PLACEMENT Ss- ALONG WITH REDLINED CONSTRUCTION SEP. 7. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A815,GRADE 60,fy-60.000flAl 4. SAFETY LINE SHALL BE MINIMUM TS"DAMETER NYLON,WITHA NOMINAL TENSILE STRENGTH OF OVERIFY FILL MATERIAL AND COMPACTION I t(4.117 Pte" 5400 LBS. OVERIFY CONDITIONS AS ANTICIPATED 79. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP(REDUNING)THE 8. NO BS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED SETTOTHE CLIENT UPON SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. 5. SAFETY LINE SHALL BE ATTACHED TOA SUBSTANTIAL MEMBER OF THE STRUCTURE. ❑PILE PLACEMENT(AUGER CAST/DRIVEN PILE =JURISDICTIONAL APPROVAL: COMPLETION. ❑OTHER 20.FOR COLLOCATION SITES:CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID 10. CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS: 6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF WALK ROOF.BUT NOT BEYOND. REINFORCED CONCRETE: -CONCRETE CAST AGAINSTAND PERMANENTLY EXPOSED TO EARTH 3' ❑REINFORCING STEEL AND CONCRETE PLACEMENT 21. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. DPRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION REQUIRED.CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S)TO -CONCRETE EXPOSED TO EARTH OR WEATHER :MATCH PLANT INSPECTION 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL NETWORK CARRIER REPRESENTATIVE.PROJECT CONSTRUCTION MANAGER AND ARCHITECT. (48 BARS OR LARGER) 2' OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES,INCLUDING: ❑SHOTCRETE (lS BARSORSMALLER) 1 t2' ❑GROUTING 22. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT,MUST BE APPROVED BY CLIENT -CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND INSPECTION OF CONSTRUCTION AREA FOR HAZARDS ❑OTHER CONSTRUCTION MANAGER. (SLABS,WALLS AND JOISTS)(411 BARS AND SMALLER) 3/4' USE OF AN INSPECTION CHECKLIST 23.IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE (BEAMS.COLUMNS)(PRIMARY REINFORCEMENT,TIES,STIRRUPS,SPIRALS) 1 12' INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS STRUCTURAL STEEL: REPORTING AND DOCUMENTING ANY HAZARDS PENETRATION OF EXISTING ROOFING MATERIALS OCCUR,THE GENERAL CONTRACTOR SHALL HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION ❑FABRICATION AND SHOP WELDS =PROPRIETARY INFORMATION: COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN ❑ERECTION AND FIELD WELDS AND BOLTING INSTALLATION,PATCH.REPAIR OR ANY AUGMENTATION TO THE ROOF,AND HAVE THE WORK DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY GUARANTEED UNDER THE ROOFING CONTRACTORS WARRANTY FOR MOISTURE PENETRATION OR 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. RECEIVING AN UNBIASED REVIEW OF ONES OWN WORK AREA BY ANOTHER COWORKER SAFETY ❑OTHER ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. REPRESENTATIVE ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS 13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE DRAWING ARE SUPERSEDED BY THE LATEST REVISION. 24. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL STRUCTURAL ALUMINUM: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS (SHROUDED)SUPPORT FRAMES OR TRIPODS,THE GENERAL CONTRACTOR SHALL COORDINATE RECOMMENDATIONS.GROUT STRENGTH SHALL BEAT LEAST EQUAL TO THE MATERIAL ON WHICH NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION IT IS PLACED(3,000 PSI MINIMUM) ❑FABRICATION AND SHOP WELDS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING(IN REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS ❑ERECTION AND FIELD WELDS AND BOLTING OTHER THAN WHICH IS RELATED TO NAMED CUENT IS APPEARANCE)DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS,TEXTURES,AND14. ALL EXPANSION ANCHORS TO BE HILT]BRAND.ADHESIVE ANCHORS REQUIRE TESTING TO EQUIPMENT INSTALLERS,AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS °OTHER STRICTLY PROHIBITED. COLORS.THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. 29CFR 1928.600-SCOPE.APPLICATION,AND DEFINITIONS FASTENERS IN ALL FRP CONSTRUCTION.WHEN PHOTO SIMULATIONS ARE PROVIDED,THE 29 CFR 1926.501-DUTY TO HAVE FALL PROTECTION DRAWING TITLE: CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN 19 CFR 1025502-FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES PHOTO SIMULATIONS.SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR STRUCTURAL MASONRY: CONSTRUCTION COORDINATOR,AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. ❑CONTINUOUS GENERAL NOTES 25. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE eF CALL TWO WORKING DAYS °PERIODIC ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED.CONTRACTORS SHALL CONFIRM(PRIOR TO ', BEFORE YOU DIG! 0 OTHER SUBMITTING BID)WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE -.---- --` DRAWING NUMBER: PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB-RESULTING FROM AN - - -- ---- - - 81--1 - OTHER:HONE REQUIRED UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING"AS-BUILT DRAWING SET'-HAVING _ 'T'' T REBR.INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W!EMBEDDED STEEL _ _ _ - \ ^ /� 0 REBAR.IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT,CONTRACTOR SHALL INCLUDE - - NATIONAL UTILITIES UNDERGROUND LOCALE - F{ V -I PROVISIONS FOR X-RAY PROCEDURES(INCLUDED IN BID)FOR ALL PENETRATION AREAS WHERE - _._. _ yr>:Irwec`wurionswu N;]wREIFnrEOBrcoxlwnagsla.0 - - - ANCHORING OCCURS. - ... _. iXO/8O CcOCO ,H.rE ,IwN�awwIC - p-Ipq�+ H'CONCRETE. f! flECNC-RFA SEWER cnsou-1.4/I SUBVIV-PN °POSTINSTALLATION ADHESIVE ANCHORS _._ 19MAN-OPANGE"'''''°ED-WME-LMIB{--BLUE - _ - �T ELSHANI(At ANCHORS CEI JOB NUMBER: LTE 3G 4C 17-09094